Estimation of Curvature Changes for Steel-Concrete Composite Bridge Using Fiber Bragg Grating Sensors

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="405143.fig.001a" src="https://static.hindawi.com/articles/amse/volume-2013/405143/figures/405143.fig.001a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b> After prestressing</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="405143.fig.001b" src="https://static.hindawi.com/articles/amse/volume-2013/405143/figures/405143.fig.001b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>After deck concrete placement</td></tr></table></td></tr></table>

<table>Principle of vertically prestressed composite bridge.</table>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Estimation of Curvature Changes for Steel-Concrete Composite Bridge Using Fiber Bragg Grating Sensors 